PRINT RECORD I \ \

NO TO DATE 12 BUILDING DlVlSlON DEC 19/01 6 BUILDING DIVISION FEB 28/02 2 TRAFFIC - H NICHOLS FEB 28/02 2 M LAKE FEE 28/02 2 BRAD EL CON STRU CTlO N FEB 28/02

Af’R 8/0q -

~

6 fO6L SdBMlSS/Dd

GENERAL NOTES: 1 . ALL PLANT MATERIAL SHALL BE NURSERY STOCK. 2. STAKE ALL DECIDUOUS AND CONIFEROUS TREES. 3. DIG ALL TREE PITS 600mm LARGER THAN ROOT BALL AND PLACE

4. PLANT SHRUBS IN PLANTING BEDS TO A MINIMUM 500mm DEPTH

5. COVER PLANTING BEDS WITH 50mm TO 70mm LAYER OF BARK

6. USE NUMBER ONE TURFGRASS NURSERY SOD IN ACCORDANCE WITH THE NURSERY SOD GROWERS ASSOCIATION OF ONTARIO.

7. SITE LAYOUT IN ACCORDANCE WITH THE SITE PLAN PREPARED BY DEVELOPMENT ENGl NEERl NG (LONDON) LIMITED.

8. FOR GRADING AND DRAINAGE SEE SITE ENGINEERING PLAN PREPARED BY DEVELOPMENT ENGINEERING (LONDON) LIMITED.

9. ALL DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISE NOTED. 10. ALL PLANT MATERIALS ARE TO BE GUARANTEED FOR TWO YEARS

FROM THE DATE OF PLANTING. ANY REPLACEMENT PLANT MATERIAL WILL BE GUARANTEED FOR TWO YEARS FROM DATE OF THAT PLANTING.

UNDERGROUND UTILITIES WITHIN THE LIMITS OF THE CONSTRUCTION SITE SHALL BE LOCATED AND MARKED, ANY UTILITIES DAMAGED OR DISTURBED DURING CONSTRUCTION SHALL BE REPAIRED OR REPLACED TO THE SATISFACTION OF THE GOVERNING BODY AT THE CONTRACTOR’S

TREE CENTERED IN PIT ON UNDISTURBED SOIL. BACKFILL WITH PARENT MATERIAL. SEE PLANTING DETAIL AT RIGHT,

OF TOPSOIL. SEE PLANTING DETAIL AT RIGHT.

SHREDS/CHIPS.

11. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, ALL EXISTING

12. PLANT EXPENSE. MATERIALS ARE TO BE INSTALLED AS SHOWN. SUBSTITUTIONS ALLOWED WITH THE APPROVAL OF THE LANDSCAPE CONSULTANT.

KING STREET 1 I J c , u

5 70 m m -I KING STREET J

site location I-

ttf”””””””””””””””””””’ I I

-I- HORTON] (STREET EAST J .. ._ - -

I KEY MAP n ts

r---- MN#362 -+ R E M wmw m/m BROKEN BRANCHES, REMOM METAL. ALL W NOT NURSERY TOP PRUNk. TABS PLASIK: OR

TOP 1/3 BURW AN0 OR ROPE TO L CUI M D REMOMD FROM &T BKL

I WIN BIW(CHf3 AND F O W BY 1/3, mTrJnlN0 NoRkuL WRM W N I O R K AND SHAPE. PAlM KL CUTS O M R l2mm WITH APPROVED TREE PNNT REMOVE RUBBINQ AND OR BROKEN BRANCHES. REMOM k L NURSER Tm, PUS& OR METAL. DO NOT TOP PRUNE. SHRUBS SHALL E M UM PELATlON TO FINISHED WWDE AS IT BORE TO MIST. GRADE. I I I

TOP 1/3 B W AND/OR ROPE TO BE CUT t5mm. SHREDDED BARK AM) MUL REMOMD FROM ROOT BALL. MN#358 I I I I

I

L c ”, MN#354 I WBSOR BROKEN UP

WITH PICK MUTES: 1. TREE SHML EM SAim R M T K ) N to flMSHED G W AS 2. IT DID BACKflLL TO PRMOUS TREE-PIT EX. WITH CRAOE MTM BclcKflLL OR

5. PMENT SlWaR MAKRVL SHOULD E W E D “W WATER AND MULCHED

IMMEDIATELI FOLLMWO P W T f f i , 4. 5. ALL ON STRING DIMENSIOWS W L S . ARE ONLY IN MILLIMETERS. HEMP ROPE IS TO EiE USED.

WES: 1. S O M ROOT BAU. mOR TO MCNING. 2. SOIL MIXTURE-TWO PARTS TOPSOIL. ONE PART COMPOST ONE PART SHREDDED PEAT AM)

3.YUCER S W L D BE SOAKED WITH WAER AND MULCHED IMMEDIATELY FOUOmNC PUNTHO. 4. UL DIMENSIONS ARE IN MILUHTEW.

AppLiuTiw OF HIGH PHOSPHOROUS ‘FER~UZER (0-20-0) PAINTED MARKINGS FOR

CONCRETE CURB ’7\ AS PER OBC 3.8

POURED IN PLACE

BARRIER-FREE ACCESS -1

I?

IO‘? IgE? 1.0 0 10 b

EX. ASPHALT PARKING SURFACE

I N

I

,- REMOVE ANd DISPOSE OF EX MATERIAL, & SUPPLY & INSTALL TOP OIL AND SOD B

BALLED AND BURLAPPED SHRUB PLANTING DETAIL

n.t.s.

BALLED AND BURIAPPED DECIDUOUS TREE PLAMINC DETAIL

n.t.8

f SIZE AND CONDITION NAME KEY #

1 I I

I

65mm CAL WB / B&B

Acet x fremonii Jeff anred Af 3 AUTUMN RED MAPLE

2 P 9 9, 3

Spiraea japonica Froebelii 60cm 1.0m o/c FP Si 3 FROEBEL S SPIREA

I I

I I

I

80cm HT pc 1 l2 1 PURPLELEAF SANDCHERRV 1 3 GALLON

Prunua cistena -. -.

CAR MN#332

0 DEALERSHIP MN#299

YUCCO filament080 Yf 14 ADAM’S NEEDLE

I

i C‘L I-

3 GALLON .-

I- s REMOVE AND DISPOSE OF EX MATERIAL & SUPPLY & INSTALL TOPSOIL AND SOD

LONDON CONVENTION CENTRE MN#3OO

I v> MN#340

0 0 I Ty W

PROPOSED BYLAW SITE DATA

EXISTING ZONING LOT FRONTAGE LOT DEPTH LOT AREA FRONT SETBACK INTERIOR SIDE YARD LANDSCAPED OPEN SPACE PARKING

h-3-DAl(l) m MIN. m MIN.

m2 3m

1.5m O%MIN.

IdR , ‘2, /-

BUkU --”-

h-3-DAlTT-( ) 50.3m 12.5m

1494.7m‘ 3m Om

7.75%

d %iiiEf j

APR 6 2 0 4 PROJECT No.

D1134

\

,kl ‘ 30 YORK STREET

ENGINEER’S STAMP As CONSTRUCTED NOTES As CONSTRUCTED SERVlCES COMPLETION No. RMSIONS DATE BY CONSULTANT OR DIVISION

DEC 19/01 MT DESIGN Bs/m As SUBMITTED SEE DRAWING NO. FOR

PARKING LOT - BRADEL CONSTRUCTION LTD. 322 - 324 YORK STREET ~~

1 RMSIONS - FOR APPROVAL FEE 28/02 MT ~ Consulting Civil Engineers development @f DATE DEC 18/01 5 CLIENT REQUESTED RMSIONS 8/04 MT . Phone London (519)672-8310 , Ontario N6B 125 engineering

FURTHER OETAIL DRAWN €IS

SEWER DESIGN: TRANSITION CHECKED 2 RMSIONS - GREENLINE FEE 16/04 MARCH 15/04 MT and Planners APPROVED 3 CLIENT REQUESTED RMSIONS 1/04 MT 361 Dufferin Avenue WlDTH OR AS NOTE0

ELEVATION I REFERENCE Q.M.

SHEET No.

’LAN F I E No. Dl 134-8pC

site plan landscape plan 8c details PART 1, RP 33R-10726 t 1 1

- (London) Limited

~

FOX (5(9)6?2-4182 I I D1134-SPC I e -mail : devengadeveng .ne t

I I ’

AS CONSTRUCTEO NOTES

FOR SEE DRAWlNG NO. FURTHER DETAIL

SEWER DESIGN; TRANSITION WIDTH OR AS NOTE0

REFERENCE B.M. ELEVATION

I HEREBY CERTIFY THAT THE PROPOSED GRADING AND S W E PARKING LOT 01134 BY CONSULTANT OR DMSION REVISIONS DATE

I SHEET No.

BF?AOEL CONSTRUCTION LTD. APPURTENANT DRAINAGE WORKS COMPLY WITH SOUND

GRADING IS COMPATIBLE WITH EXISTING DRAINAGE PATTERNS ON AND ACROSS THESE LANDS AND

ENGINEERING DESIGN AND THAT THE PROPOSED SCALE - 1 : 200

S E I SITE ENGINEERING PLAN PLAN FILE No.

322 - 324 YORK STREET PART 1, RP 33R-10726

ADJOINING LANDS OR APPLICABLE CITY BY-LAWS.

D t l M - S E 1

AS CONSTRUCTEO SERVICES COMPLETION No.

1 AS PER CITY GREEN LINE COMMENTS MAR 19/04 RWC

2

CHECKED GB 3

APPROMD R W

DESIGN CB

DRAWN BS develo CLIENT RMSION APRIL 1/04 C* Consulting Civil Engineers CLIENT RMSK)FI ApmL 8/04 GB and Planners

361 Dufferin Avenue London , Ontario N6B 125

OAT€ Mor 4/02 ~ Phone (519)672-8310

D1134-Sel.dWQ e-mail: devengOdeveng.net FOX (519)672-4182

I PRINT RECORD TO DATE

8 IERADEL CONSTRUCTION LTD I APRIL 1/04 1 CLIENT I MAR 19/04

Lo * r*L-____ Lo

c9 6 SUBMISSION ' APR 8/b4 2 CLIENT APR 8/04 6 a CLI E rJT tQOUl/O4

SLJBMISS IO$ POV I/oq - --

MN#358

\ il \

\

i I

I

-I--- ~ .... I i , ) I . ) '

;@ MATCH EXISTING

MN#354 /i ----

. i

E X . ASPHALT PARKING SURFACE I

\ I ;.- {*

X , i

i i

i

,

X ' X

i I

I

. . .-+,-.

i . . . . . . .

\ \

\

i

! r--- /

/ \ = 3 1,

\ \ J 47.89

!:<&! K r I 0 r) 2 47.84 - c

I

\ R E M O ~ E AND REPLA E EXISTING

DRIVEW~Y LOCATION

/ CURB kND GUTTER TO SUIT NEW ;

1 \

CONCRETE CURB AND CUTER OPSO 600.08

. . . .

i

I 'APER CURBS Td MATCH 3ACK OF SlDEWAdK

1,

I i

6.3 I I I

I- , ..I ) - - . - W I

MN#332 CAR DEALERSHIP 5.5 J

__.-_I___

EXISTING CONCRETE RETAINING WALL TO REMAIN

I- 5.5 4 u cy I- 0

0 0 I cy W

DRYWELL

(SEE SE2 FOR

-----7**7.32 ' 4"

47.49 DETAILS) 0

I I - .

47.38

I

I , I I

I

3 n I ' EXIST1

I I I i i

i

\\ .. .-

I I I

1 1 I I

1 I

M N # L 39 '\ I

L~

I

J

HANDRAIL ro REMAIN X

.- i o!l -../ - - /

i

i 1

i I _. L - __ _.

TICKET CONCRETE CURB AND GUTTER OPSD 600.08

c

LONDON CONVENTION CENTRE

MN#300 /

MN#340 i I j:; i

I

i i

I I- I $ 1 I

I

I .__ I ,/

I

I i

DRIVEWAY LOCATION EXISTING WATER SERVICE (APPROXIMATE LOCATION) TO E€ DISCONNECTED AT MAIN STOP _- /

.. - .. -_ .-

._ -- .

- NOV 0 1 2004 - --.

P 9 I - EX. CURB & GUTTER

PRELIM I NARY DO NOT USE FOR CONSTRUCTION

1 2 - D

- -. ..I. ." .... . . _. ._ . I

NO TO 1 CLIENT 6 SU BM IS510 N 2 1 CLIENT 6 SO3M\511Oh) ;L CLI €.E37

DATE MAR 19/04 APR 3/04 APR 3/04 tXk! 1 /04 rJOU I IC34

CATCH BASiN FRAME COVER

(1 0 0 . a 3000 p.s.i. IN b , **. 0 0 a d 4 ,- 0 0 0 0 0 . 28 DAYS .. * . 0 0 . 1 .

0 0 0

0 0 0 0 8 - ' * * 4 , * *

1 * .

* .

- . . ' d . 4

4 d *

J50mm- 1- 600mm 24" 10" ' DIAMETER CASING ' IO"

0 8 0

0

0 0 0 0 0

0 0 0 a 0

0 0 b 0 0 .. 0 D O 0 0 0 .~

d

1 .

0 0 0 0 0 4:

0 0 0 0 0 '

O 0 a 1

0 0 0 1.

NTS

2.

1 STANDARD CB OR

3.

SEDIMENT AND EROSION CONTROL NOTES 0 .

1. PROTECT ALL EXPOSED SURFACES AND CONTROL ALL RUNOFF DURING CONSTRUCTION. 2. ALL EROSION CONTROL MEASURES TO BE IN PLACE BEFORE STARTING CONSTRUCTION

3. MAINTAIN EROSION CONTROL MEASURES DURING CONSTRUCTION. 4. ALL COLLECTED SEDIMENT TO BE DISPOSED OF AT AN APPROVED LOCATION.

6. ALL DEWATERING TO BE DISPOSED OF IN AN APPROVED SEDIMENTATION BASIN. 5. MINIMIZE AREA DISTURBED DURING CONSTRUCTION. 0 ' 0

AND REMAIN IN PLACE UNTIL RESTORATION COMPLETE.

4.

5.

CBMH

6. 7. 8.

8. KEEP ALL SUMPS CLEAN DURING CONSTRUCTION. 9. PREVENT WIND-BLOWN DUST. 10. STRAW BALES TO BE USED IN LOCALIZED AREAS AS SHOWN AND AS DIRECTED BT

THE ENGINEER DURING CONSTRUCTION.

9.

0 0

10.

AS CONSTRUCTED NOTES AS CONSTRUCTED SERVlCES COMRETION No R M S M DATE

DESIGN GB FURTHER DETAIL DRAWN 0s

1 SEE DRAWING NO FOR -

CHECKED GB 2 SEWER DESIGN. TRANSITION Rcw WIDTH OR As NOTED APPROVE0

ELEVATION 3 REFERENCE B M DATE MAR 19/04

D1134-SEZ DWG

I DRYWELL DEPTH - 72' OR 1.831~1 I

PRWECT No PARKING LOT 01134 BRADEL CONSTRUCTION LTD.

TITLE BY CONSULTANT OR DIVISION SCALE

~~ SHEET No SCALE AS SHOWN

NOTES AND DETAILS SE2 of 2 develo . Consulting Civil Engineers

' 361 Dufferin Avenue ' London , Ontario N6B 125

Phone (519)672-8310 FOX (51 9)672 - 4 182 e-mad deveng9deveng.net

ond Plonners

PLAN FILE No 322-324 YORK STREET PART 1 , RP 33R-10726

OPEN EXCAVATION WITH 1:l SIDE SLOPES -

Standard Orywell NTS

(REFER TO ATKINSON DAVlES CEOTECHNICAL REWRT)

11. 12.

I I

I FOR DRMELL DETAILS REFER TO DRYWELL DESIGN RECOMMENDATION REPORT BY ATKINSON DAVlES DATED MARCH 26.2002. PROJECT NO. 1-3011 I

I J

2" X 2" WOOD STAKE r OR REBAR (2 PER BALE WP.)

STRAW BALES (TYP.) Straw Bale Fil ter

PIAN VIEW

13.

14.

15.

16,

17.

18.

19.

20.

21.

NOTES

Prior to commencing any work on the site an approved set of plans and specifications must be avoilable on the job and shall remain there while work is being done. Prior to commencing construction, 011 existing underground utilities within the l imits of the construction site sholl be located and marked. disturbed during construction, shall be repoired or replaced to the sotisfaction of the governing body at the contractor's expense.

Prior to commencing any construction, all sewer outlet informotion. benchmarks, elevations. dimensions ond grades must be checked by the contractor and verified ond ony discreponcies reported to the Engineer.

The structurol design of the sewer pipes is based on transition width and, therefore, there need be no maximum trench width.

All existing underground plant (telephone duct, gas mains, sewer, watermains) that wi l l be- crossed under during the installation of services for this development shall be supported by a support beom or by other methods as may be required by the owners of the plant being crossed under.

Any utilities, dornaged or

Topographic information wos obtained in the field by Development Engineering (London) Ltd. All concrete shall be 30 MPa in 28 days unless otherwise stated. The developer is responsible for: (a) connecting any existing sewer or drain encountered during construction t o o

(b) ensuring thot there is no interruption of any surface or subsurface drainage

to ensure the installation meets the design requirements as specified in the geotechnicol report prepared by Atkinson Dovies Incorporated. doted March 26, 2002. Project No. 1-3011 Recommended min irnu rn pavement structure:

Porking Areos for light vehicles: - 200mm granular 'A' - 65mrn HL3 asphalt If fine grained silty material is encountered at the subgrade horizon, a Granular 'B' sub-bose will be required subject to inspection by the geotechnical consultant. Fill moterial (if required) between native subgrode ond granular base to be imported granular moterial or approved local sand materials compocted to 95% S.P.M.D.D. Granular '8' and 'A' t o be compacted to 100% S.P.M.D.D.

No cut and fill eorthwork colculotions hove been done. Silt filters shall be installed around all existing and new CBs. C8MHs & drywells immediately

new sewer or into another existing sewer;

flow thot would adversely affect neighboring properties. Excavation and construction of the drywell shall be inspected by the geotechnicol consultant

upon installation in accordonce with detail. and/or sodding is complete.

In accordance w i t h standard City of London specificotions, the contractor is responsible for tthe control of surfoce and subsurface water.

The subdivider's consulting engineer shall provide full-time inspection and a Certificote of Compliance upon completion for 011 works to be constructed on existing City streets or on works to be assumed by the City of London,

All work shall be done in accordance with the minimum standards and specifications of the City of London Engineer's Department and Waterworks Division (lotest revision of General Conditions, Specifications ond Standard Drawings for the Water Distribution System.)

All existing boulevords ond rood surfoces, disturbed during construction, shall be restored to a condition at leost OS good OS original, 011 to the satisfaction of the City Engineer.

The Technic01 Services Division of the City Engineer's Deportment is t o be notified at least 48 hours prior to commencing construction.

At least 48 hours prior to commencing construction on any existing road allowance maintained by the City of London, the Contractor is to obtoin o work approvol permit from the Public Service Division of the City Engineer's Department, after discussion with the staff of Tronsportation and Water, Sewer and Drainage Divisions.

commencing construction on any city road allowance.

on ony street that IS an L.T.C. bus route that wdl be of ected by constructlon.

Filters to remain in place until paving

The Utilities Co-ordinoting Committee must be informed at least two weeks prior to

The Contractor shall .inform the L.T.C. ot least four days prior to commencing construction

All asphalt oreas disturbed on York Street to be restored with minimum: -50mm HL3 sheet asphalt compacted to 100% SPMDD -100rnrn HL8 base asphalt compacted to 100% SPMDD -150mm Granular 'A' compacted to 98% SPMDD -300mm Granular 'E' compacted to 98% SPMDD

For povement TYP

Thickness odjocent

For rigid povement 25x75mm keywoy centred in concrete bose Typ - Note 1 and 3

NOTES: 1 When or base, curb this and drawing gutter is is to adjacent be used to in concrete conjunction pavement with

2 Flexible and composite pavement shall be 5mm above

3 For slipforming procedure, o 5% batter is acceptable. A Treatment at entrances shall conform with OPSD-351.01. B Outlet treatment shall conform with OPSD-610 Series. C The length of transition from one curb type to another

sholl be 3.0m, except in conjunction with guide rail. it shall conform to OPSD-900 Series.

D All dimensions are in millimetrs unless otherwise shown.

OPSD-552.01 ond 552.02.

the odjocent edge of gutter.

ONTARIO PROVINCIAL STANDARD DRAWING

CONCRETE BARRIER CURB WITH NARROW GUTTER OPSD - 600.08

of sidewalk

BENCHMARKS 1. CP-38 Toblet in Northwest corner of Municipol No. 340 Waterloo St.

ELEVATION 248.493

2. Top of iron bar, 5.7m west of northwest corner of Municipal No. 322 York St. (east limit of site). ELIVATION 248.31 5

3. Monument No. V92-24 an Wellington St., 17.0m south of C/L of Dundas St., set in the north side of o concrete base 4 0 traffic signal located at the north end of o brick traffic island in the center of Wellington St NOTE: Add 200 to ELEVATION proposed 248.206 grades to obtain geodetic datum.

At least two bf!nchmarks to be referred to at all times.

RlNTED

i

DRAWN BY: D.J.M. CHECKED BY: BAKER

SURVEYOR'S REAL PROPERTY REPORT -1 P L A N O F SURVEY OF P A R T OF

L O T 4,

L O T 5,

L O T S 4 AND 5 N O R T H O F E A S T YORK . S T R E E T C R O W N P L A N NO. 30

C I T Y O F LONDON C O U N T Y OF MIDDLESEX

AND A L L OF

SOUTH O F E A S T KING S T R E E T AND P A R T O F

IN THE

SCALE I" = 20' 0 5 IO 2 SCALE IN FEET

ARCHIBALD, GRAY a M c K A Y LTD. ONTARIO LAND SURVEYORS

2001

DIGITAL FILE: LO100301 FILE NO: LC-279-8

E A S T K I N G STREET (ESTABLISHED BY CROWN PLAN NO 30)

P.I.N. 08318-0010 (132.00' WIDE)

CONCRETE MUNICIPAL SIDEWALK

CONCRETE CURB STOPS

CONCRETE MUNICIPAL SIDEWALK F

\ CONCRETE CURB STOPS CONCRETE CURB STOPS T

E? R

(REFERENCE BEARING)

I - 1 1 N69'26'30"E STREET LWE 20 2.17'

\ -

I / \ \ WALK 3.5EAS7

a ~ O S O U T H \ SURFACE ASPHALT k LOT/ CORNER

PARKING SURFACE

POST

!

1

I , . - 0 - EAST FACE_/' - > OF CONCRETE WALL 0.1' WEST

5 ; .. I / - t

I , . -,- I I l l L - ./ I

NOTES 8 LEGEND BEARINGS ARE ASTRONOMIC AND REFERRED TO THE SOUTH LIMIT OF EAST KING STREET HAVING A BEARING OF N69'25'30"E ACCORDING TO PLAN 33R-10732.

DENOTES MONUMENTATION FOUND 0 DENOTES MONUMENTATION PLANTED

SIB DENOTES STANDARD IRON BAR SSlB DENOTES SHORT STANDARD IRON EAR IB DENOTES IRON BAR cc DENOTES CUT CROSS

ICD) DENOTES CALLON DIETZ INCORPORATED, 0.L.S:s (HORI OENOTES HOLSTEAD 8 REDMOND LIMITED, 0.L.s.'~

(AGMI DENOTES ARCHIBALD, GRAY a MCKAY LTD., O.L.S.'S

(PI) DENOTES PLAN 33R-10726 (P2) DENOTES PLAN 33R-10732 WIT DENOTES WITNESS

I t- w w

AREA = 38782 SQ FT

PART LIMIT -_--___-_-- SSlB IHORI 0.16' WEST

e - e. I 1 - 1 - I I - * I I I I I I - * .I ., .. I I I t

3 % s a

,. r - I I + - .e I

r - -1- r. r - c - -I- . A - - I I I-< I \ L - L - + - * - I ,

LIGHT STANDARD

4 \ ASPHALl

P.I.N. 08318- 0018

E PARKING

6 8.72' 4 0.07'WEST

EAST FACE OF CONCRETE

WALL 0.1' WEST\

LOT LIMIT --------------- / N 6 9 O 24 '50 " E

A IAoMl NORTH FACEJ

OF CONCRETE WALL 0.1' SOUTH

PARKING

PART B THIS PLAN MUST BE READ IN CONJUNCTION WITH SURVEY II REPORT DATED JANUARY 22, 2001.

I' J I

I I. - t - I I O L - .. I

IMPERIAL: DISTANCES SHOWN ON THIS PLAN ARE IN FEET AND CAN BE CONVERTED TO METRES BY MULTIPLYING BY 0.3048. AREAS SHOWN ON THIS PLAN ARE IN SQUARE FEET AND CAN BE CONVERTED TO SQUARE METRES BY DIVIDING BY 10.7639104.

J

i

SURVEYOR'S CERTIFICATE: 4SSOCIATION OF ONTARN LAND SURVEYORS

PLAN SUBMISSION FORM

1331 077 I CERTIFY THAT: I] THIS SURVEY AND PLAN ARE CORRECT AND IN

ACCORDANCE WITH THE SURVEYS ACT AND THE SURVEYORS ACT AND THE REGULATIONS MADE UNDER THEM. - STREET LINE SIB

IC01

2lTHE SURVEY WAS 6 PLETED ON 8TH DAY OF JANUARY 2001. 6

-------- JANUARY Z 2001. - SEE ENCROACHMENT

IhST NO 757095 AGREEMENT S-2945- 71 L m

P.I.N. 08318-0024 [WIDTH VARIES)

E A S T Y O R K S T R E E T (ESTABLISHED BY CROWN P L A N NO 30)

BRUCE S. BAKER ONTARIO LAND SURVEYOR

@ CoPrmwr 2001 I n a c c o r d a n c e w l i h

Regulation IOZL S e c t l o n l9ISJ.

ARCHIBALD, GRAY & M c K A Y LTD. ONTARIO LAND SURVEYORS a ENGINEERS LONDON - STRATFORD CONSULTATION OFFICE IN STRATHROY S U R V E Y I N G E N G I N E E R I N G

THIS REPORT WAS PREPARED FOR BRENTIN MANOR

APAR TMEN TS. PLAN NO:

4-A-2621